4-6. A machineshawnComponant is subjaefacl to fead to testreases as chon in the balou feure linn in the belon fgure Ulringna)the section AB,30 i th thex-x axis Also find fle pri Acipal streses.matenala theR.Mohr'e cirule, determineand sheannyinclined et an athe normastreasesonngle 7Test showed fRat the mComponent has yield strang th SOMPeJustify whether the maferal needea replacement using the maximumShearing stress Criterion.SOMPA>25 MPAl(00MPス5MB3SOMPE

Normal stresses : σ1 = σx +σy2+σx-σy2cos2θ +Txy sin2θ σx is the normal stress in X direction σy is…

4. b. A machine Componant is subjectecd to fhe stresses as she n in fhe belos fgure Uing the Mohr's cirle, determine herma) and shearing streases on the section AB, inclined t an x-x axis Also find fle priAcipal stree Test shawed fhat the matenal the Compenent has yielt strangth somp. Justify whether the mafenal neede replacement Sheaning stress Criterion figure-ling sengle 7 20 nite the using the maximum SOMPa >25 MP (00MP 2EM SOMPR

4. b. A machine Componant is subjectecd to fhe stresses as she n in fhe belos fgure Uing the Mohr's cirle, determine herma) and shearing streases on the section AB, inclined t an x-x axis Also find fle priAcipal stree Test shawed fhat the matenal the Compenent has yielt strangth somp. Justify whether the mafenal neede replacement Sheaning stress Criterion figure-ling sengle 7 20 nite the using the maximum SOMPa >25 MP (00MP 2EM SOMPR

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

I need the answer as soon as possible
Shear stress #1- Two blocksy wood, 6Omm nidi ard 30mm thdk, are glued fogether. Det. The maximum value P f the Tengite sfreek 7 The urod is limited f 24° with the hoirontal. to 6mpa ard the shearing stress on The glued joint and the sheanng sfres parallie to the Cimited to 6mpa. The mafies an angle is 4 m Pa. rglued, joint Gomm 600 720mm
Shown below is a triangular truss with members that are symmetrical with the vertical middle members. A load W (N) acts at the middle joint in the lower chord. Show that their is no force in the members between the upper and the lower chords except in the middle vertical member. Draw a conclusion from the result. D Y vima to zotein toesup of bablew to be Bd on o riose is berintenutounde eeunt leen is nietud erit en:C not blat eised any ou na sillf-azint teors at A X el ti mettia omatsnemuonoos moool rymmoos nem ni econot sixs stitannia (2 of) elozzug (do enoifennosnig plane as etnioj eeur art & sisebi of eldissimsc H RA='W/2 (N) E W (N) L (m) CE = EG = GH = DE = L/4 (m) BC= FG = DE/2 = L/8 (m) (Angle DCE = 45°; Angle BAC = 26.6°) AC G RH = W/2 (N) 1
Find and compare the percentages of the reinforcement with the Mr moments it can bear.
The assembly shown consists of two wooden members joined by metal plates. steel and four steel screws. The diameter of the screws is “d”. Determine: a) The crushing force between the wood and the screws. b) The shear stress in the wood.
1 1 التاريخ الموضوع : Q₁: The 300 mm X 300mm concrete column. (EC 25 GPa and ac s 5.5X106 / (1 is reinforced using four steel Peinforcing rods, each ha ving a diameter of 18mm ES=200 GPa and (25= 6-5 106 10℃) S Determine the stress in the Concrete and the steel by a temprature rise of 65% if the columb is subjected to all adial load of 800 KN
Determine relation at A and B of the following figure
Dead Load= 20 kN/mLive Load= 30 kN/mUnit weight of concrete= 23.56 kN/cu.mf'c= 27.6 MPafy= 414 MPaCompute the shear and moment diagram.
650 of 652 P=350 kN b Section (2-2) llow circular core shown below to resist the follc Murtaja Mazin today at 8:07 PM @ @
i need the answer quickly
Situation #2 A concrete co lumn has a diameter 4 300 mm. The column has 6 6teel rinforcing bars. Each renforcing bar has a crocs-sectiomal area 4 J0o mm2. The column is I150m lorg and has a load 17 1,370 kn applied to a igid steel plati af the top y the column. The plati distributes the load evenly over the 4 the co lumn.) tumn) top E,- 300 GPa ard Ec=arGPa Find the sfress in the &feel ard in the concrete ard the defomation urder the load.
HYDRAULICS please give the conmplete solution and answer for no.3,4,&5..thank you